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13125 SW HALL BLVD-23 I _ s i i JA tz\R 1) A E __4e-4 T I G A R D C I V I C C E N T E R ARCHITECT Smith/Dull Partnership, Prchitects 20915 S.W. 105th Ave. , Tualatin,oregon (503) 692. 6005 a STRIJI'TURAL ENGINEER MECHANICAL/ELECTRICAL ENGINEFR LANDSCAPE ARCHITECT KPFF Peterson Associated Engineers INTERIOR DESIGN 9 Fred Glic Associates Inc. Lee Loveland Interiors 421)3.W. 6th Ave. , Portland, Oregon 400 S.W. 6th Ave. , Portl„ nd, Oregon 102.0 S.W. iay,or, Suite 830. Portland, Or^gon 50 S.!-I. 2nd Ive. , Portland, Oregon (50 227-3251 (503) 226-2921 (503) 242-1342 (503) 243-5U:j0 1 ! • VICINITY MAP PROJECT DATA , ,�.�YMDOLS/MATERIALS DRAWING INDEX A I Index LANDSCAPE MECHANICAL Library 1095 1 Square Feet � Section Number Building Section LAI Dirn ns�ions & Reference Plan Ml Site Plan City Hall 10981 Square Feet 2 Sheet Number LAL Grading & Drainage Plan M2 Police Floor Plan - Mechanical & Plumbing � i Police is Holding Facility 7981 Squire Feet LA3 Irrigation Plan N3 City Hall Floor Plan - Mechanical & Plumbing LA4 Planting Plan M4 Library Floor Plan - Mechanical & Plumbing Section Number Wall Section LA5 Details M5 Details & Schedules - Mechanical & Plumbing yt Occupancy Groups A-3 Library & Towne Hall Sheet Number LA6 Details B-2 City Hall & Police offices 2� Detail Number Detail LA7 Details 'L � I-3 Holding � SheetNumber ELECTRICAL E; Site Plan - Electrical ARCHITECTURAL E'�- ice Floor Plan - Lighting 7 L—. r Constriction Types Type V-N with sprinklers - typical oN -- Grid Line A2 Police Floor Plan E3 Police Floor Plan - Power & Signal L� pe V-1 hour at Holding A3 City Hall Floor Plan E4 City Hall Flr)r Plan - Lighting hour Occupancy Separation Q A4 Library Floor Plan E5 City Hall Floor Plan - Power & Signa”p o Door Number y y 9 I1 S.W.SWBurnham St.-- 04required between E-2 and (I '� ' ` A5 Police Reflected Ceiling Plan E6 Library Floor Plan - !.ightincg Occupancies. Q A6 City Hall Reflected Ceiling Plai E7 1-ibrary Floor Plan -- Power & Signal R Inl`erior Eleva•cion Number A7 Li brary, Refl ected Ceiling Plan E2 One Line Diagram A8 Police h itv Hail Elevations E9 Details & Schedules - Electrical ` -Site � Library hulloing is separate building on property from City Hall and S ? T A9 Library ackboard Number y Elevations '� Police Building. 1 S AIO Building Sections O Relite Number All Wall Sections INTERIORS c� Center Line �. Al2 Wall & Building Sections I1 Finance Counter t. i ' =1 Allowable Area: 6000 Square Feet (A-3) 8000 Square �, Platt, A13 Wali Sections 12 Finance Counter Feet B- 2 conservative adjustment A14 Building 'Details I3 Library CoLnter 1 ~ Qa 7000 Square Feet At Al Roof Plan I4 Community Development Counter r � q F Round-; A16 Roof Details I5 Poli ce Cabinets & Tackboard Details A17 Lobby/City Hall 1/4" Plan I6 Miscellaneous Cabinets & Mail Slots u Basic ,Allowable Area 1000 Square Feet A18 Lobby/City Hall 1/4" Elevations I7 Miscellaneous Cabinet's & Paint Detail � Open Side Increase ��l25 Square Feet 3 sides at 55' min. A19 Window L—. and = 87. 5 ; Details I3 Police - Floor Patterns � �' Sub Total y 2x4 Stud Wall A20 Door Details I9 City Hall - Floor Patterns r 13,125 Square Feet A21 Miscellaneous Details I10 Library - Floor Patterns �— I Sprinkler Increase y3,12 Square Feet 2_xF Stud Wall Total ' 26,250 Square Feet Al �owable Concrete Masonry Unit SITE SURVEY —r- y S51 Site Survey igard City Lind t Dr %� vit Partner In Charge: Larry Srrith Gypsum Wall Board Project: Architect : Nora- n Dull STRUCTURAL Project. Manager: David SandahlPlywood ` S1 General Notes & Typical Details � "c of Concrete S2 Police Foundation Flan S3 City Hall Foundation Plan Rigid Insulation S4 Library Foundation Plan S5 Polio Roof Plan Batt. Insulation S6 City Hall Roof Plan Earth S7 Library Roof Plan S8 Sections & Details *' Suspended Acoustical Ceiling S9 Sections & Details Brick `- S10 Sections & Details S11 Sections & Details Wood Steel 5452 I. 0F' F Al ` 0,1111�11j1lrJill 1111111rl�Irlr�rlrl�Ir�rillrfrlilrlrl+� 1I111111111lit)lrlrlrlrlrlllllrl11;i + 11�ltlrlrlt�lll�llt�l{1I111I�I��rI�I�IrIrlrlrtrlrlrlrlrlilrlrlr,I11�lrtr'IIrIrIrlrlrlil��rl�IFsI „�� r' _ T 8 10 II = NOTE: IF THIS MICROFILMED ��— -- 2 39`� S DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF,,... 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OE 82 132 LZ 9Z SZ 1Z E2 ZZ IZ OZ 61 81 LI 91 1 EI 21 I I 01 6 9 L 9 S r E Z I - ��!1 IIIIlUil11lIIIIInIIUIIHNInuIu11111u111u111Nh111111111;IIIhaIIlln,Irluln�lln1111111111(�lluluuln�Ilnlllnnluulu�)Ilnll'IIl1�nI1t11t:1NI11u111nu1u11II1IlIu11l1inlunlullllU�I�1ll�Ullllullu!IIIu111U1I111111W1lIUU�IIIIWII�UIIIIIUIIIIIII XPRIL1991 ................... ....-_ ... .-.w...,.-. .. _.. .......-...-...�--.. ..+r.- Y. T.11�{��•�A:� JAItYr..uMMa- I� i N-r, z y MAPLE 2 y.i�,�, - l / 25 -gyp ��UN �T hrll L� Zy'' .L • �- 5Ut\��:�ET� --__-_._ . , ---� _ /' �� U►,�UM ' Imp �v�l�,��- GAG �IO��A G�Wi FI.D •A r �lr I LAi�tti — I Il Q0 POLICE CD kill 1A j c LO I —� I cy) CITY HALL _ _— -__- --- ^Z LIBRARY I . -� A w N - , j 31 I6�-2 I��f�h� rtp�" ION OH L-.{ -- ® uJ S7 7 ._. -LAWKI �. Q -- I + ui ® `1 U- 6.019,6.L._ I LL AZ6 -EAS 2 G• G� _� i NORTH SCALE: 1 "-30'-0" L NOTES w .�'"" I. l- Nl'� E 1''!�T� ,ia� T �E �'�KNH�� ,�.N►� I N�T/� L.�G Q r'AC-i � 2kHG> 75.KMI1"&L Ib 2, -i-HFE I..l6)4K. 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A N O , 0 R E ti U N OF _ _.... _. _ . ..,..rp _ _......_. ....• ».� .v.. _, _ .�� ."....dlllllr�r rrwwrsm .�.,.�... ........ _ .. .. , m.,,,p...,.. ....,...,�... ,•.,_,.,,. ...•....-.,_.•...,.... ,ri..i... .w.,.�wr.r,•,..�wrw.a+•�+�.+hkt+r.r• �+IIYI��M'► 1 1 1 1 1 1 t l l t 1 1 1 11 1 1 1 1`I ! 1 1 Ill 1 1 Ill 1 1 1 1 1 1 1 1 1 !I1Il � ili � I � lIIl1 � 111 � I11 � 1llllli � ill ' Ill ) lllll1 � 111I ( � Illllll ` illllil � t ) , NOTE. IF THIS MICROFILMED ►....:�,.r,..-- --�.............ter..? �.. 3 ...�.�.. �.4- 5 s DRAWING IS LESS CLEAR THAN THIS NOTICF, I1 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 92 t2 92 S11•L f2 f2 22 1L 02 6t QI LI 91 SI or c1 21 II+I 0!!1 6 19 i ISb E I2 "" i111�11111u11�11111+'Ill 111011111u1111n1�I11i11HIf11N11loll 1111�11146 fill lul{l�lllllll�lll11111111111{1!II�IN111111111Ill if11111111111Ill I11lilt 1111141ii11�1!IlltlI1It111111Ill IIlilt 1111111111111111{hlllllll�l1111Iii1111111111111111�1111{IWIIIIlPtlll�lllll111l�U111111�11t111IIIhi! j` APRIL19 >� 1 1 J 1 1 1 I ' I r 0 I; 0 Ar F9+Z T Cr ^ �lrl" _--- Nose L! _G f I i �/ / Jam__ G1�LVANIZL`D 4;4)Y 3 W 00 VrA --� (�oR � �lrvveiZ o 0 o 'f PIG tr T oR� L i ' 2 CAL-., oNE (�)w I M fo�H Pop LOG�►T I O N nuEvYpa�x > v41THIN PL4&.P#T btO CD _ _ _---- I1�1.�T�I.y 0?64.1-4 n ° j - o o 0 0 o Q -- '( W '� _ RC�(1r !'iaLl- ��t � ML)� GLI MIN 1L•�N '� 5�► L�Ut�IA�1� � � I O NIN _�-rM15N 61�ADf: J ' 2 M� f._��_______ 2 rte'lJ l.-u N rrr I�I �._-• 0 0 0 0 �—�"- i— 11 ' II!I IITulin 1' 1I I I f I I -- 111 — – 1,L.11.J -kF� TGP %3 c,r- ! =I I II (I SM lzc.-�7Ya4t_L. (='i �I I 1� �� p�I�7�'� �a� .:i I •_ 1 I( --- ��, � � �Q V I I _ �(��:. T-CWFZ o'R �. IIII-SII � � ��1111 rll(� •. J111-- u�i�,, SROM a TSI. , ,1 111 • III _ �1 I I 1 . • =►i 1111= 't. 1 II V400P 51W-5 -5ca 131. IF�AP FF%OM R0nT?!.1 T �I�- ,,Ilelll: - - i ( I 1. IIGOVoY►.,°opo !� IIIiI—. 1 - — I I a• TRee* NIT" P III11 I – �► I -III, I! t � eqkM CAI - I Il_ - - 71 .=.111 ,111 --11111 2-x `� � •� g f� Lo A DECIDUOUS TREE PLANTING (TYP.) NO SCALE B SHRUB PLANTING (TYP) NO SCALE C EVERGREEN TREE PLANTING (TYP.) NO SCALE D PLANT LAYOUT ('TYP.) NO SCALE cv 0 . co -- -- FINIStl GRAPE✓ (o 0 �of'R I� i.eR �t r7 �*LV/ACTUATOK r'GU�I ;iN;✓Gi' R/G 124-�;6R- 'cawm wIM, / VE1t.VE PQM L`( - - F'11._� +✓ OLOII& z own MHIN-LINT ro 0) . �I(� .�H C•�F{F1f- •- � UI — Ill 1� - Z - ( _ - -- 11DW = IIfI. I '' AA '' LPs -,FAL UNE I I cr - I InT L---- �o =Irl AUTOMATIC VALVE (TYP.) SPRINKLER HEAD ON RISER _ _ � ► � � _ _ �� __ __ � ..------- �j�.,�IS tt v�d E -_�� C•o v j��(� f�G.f�F MbVY � •• . • F I r•�I�� C�RA�E �. _ � j _' ,s'^-`�--� 1 ,I --- NIF'�'l� I • . . .• - -- - ��.��a/e- ^�IAF�.ti�X 1�� ""' G� -- S - '�'NI NCS Fti SE�. n r _ -- LJLJ z ISG �� 11r - I 1 �-_--. �,j :�-� I I I �" � _-� � I ' -:��•.., i N7'ANUAI.• GRAIN VAuve- _ G I. _ _ It+r�Aw AT 1 a►4��T �4'ii= •• • • /-�"�l • 13�Ir1-r w enc+•+ zoNc -- +�-+ z -- �- pill o LI -�... IIIA - �-• . • . . . . '. �. : • . ..' ,-� i CD Lo CD III (^=1(Inl=c � co - ,� 111„ r� 04 f 4 MANUAL VALVE (TYP) Io O r�scAPE ARCHI IEMPIK POP--UP SPRINKLER HEAD I!llll==oe � 'U CJI ;1 a URBAN DESIGN L:f,"M I T NO. 545? y! v�y�I �� (�J 0 Z 1- ma guell MIOW& PORTLAND. 04100 1 II��_(-�_U`(kms --- �•-_.. E BACKFLOW PREVENTION DEVICE NO SCALE F SPRINKLER MEADS (TYP.) NO SCALE G QUICK—COUPLERS (TYPI NO SCALE H IRRIGATION VALVES NO SCALE omma ` ,.... .,.-..,. :..«n..v,..gp .yy.�.jyjjlyh:.�.,��,�!i�+..+dfiifU •-r..p.+•--r,.r-.-,....v.,. � �.,y �M1ili �� s } 1 � 111111! 111111! 1111111 1111111 1111111 1111111111111) 1111ilnllllllll 11111111111111�i111111�1 1111111►111111111+11111111111111111+111111111111111'1111i111t!1111�11111111111 ._-• NOTE: IF THIS MICROFILMED DRAWING 15 LESS CLEAR THAN j THIS NOTICE, IT IS DISE TO i THF QUALITY OF THE ORIGINAL DRAWING. OE 62 BZ LZ 92 SZ bZ EZ ZZ IZ OZ 61 Of Li 91 SI 1011 I I ?1 + I 01 6 9 L 9 S b E Z 1"' nlluuluulunlunluulnn1nl11n1r1nuIn1111IIIIIullnuluuln►IInu11nIIIN11u111111111111111i1111111tIn1nnllHllIII1 1111111111111111:1111if 11111111111111111111611111111llflllllll)IIIIlllull111111111!IIIInn111111n1111W11111�IIllllll1�1111(111lIllUllHtlf � - APRIIj1991 I FTt K TO VK4 M 1 - •IG r- 511 cz>✓ E'� -^ 'l.A r ;-'I',�;V:` 5 --TPP OF DIT, GONG, y t lt� Fri �T 51vl WAL�c a 1°A V I N b LAyoLrT, VI MIS,C-7 001 Va • _ - 9V1 DSA 50 �IIlA=1�L�lllu. �; . CIO --- FINISH l�-Ag / _ �111 I.11 I i 1=l II Ir=1I II f��l I _•. I -___-_-_.__._.____-_— � -.��--- ... 2, f�.E�K TD PI„ Q PAW r _—�xvKGv �C�I►yT �'� ��'��-GT �!l'�EWAL�. �c�/r�lort_�T w�$ �r�c� ��I �✓aR i�5 _ _�.,- I• / LAYOUTOL 171M�U510N�> _ _ I`II it /ter-'" !G' _ 10F Orr- N6h f--rr, Ca-, • e FAVING,9V PAVIK* •� JIL 140; vA Mil IM, Oq,9Hr�p — _ 'Ivry+--��'IIf=•� I •- . '.: ---- _ L� r----- �Irl i�iN E�7 C'� '- -._ �'a• . °. • . �•- �.,,/C,. � -i_ _ r _. _,�� _.-� I �° t r I �• !'� s r ' p 1 . . • ft 1 C4 N U a r , Nin �� I 0 �� - ��-� �(/I �h �I I G�N�/• W�II � c/��Jr1►� 4- 9 ► oo moo ' o a o c 000, AR� I _ ==i 111 - - p �p rAVINV� — —_ G V� lgLyvSII vll, o P 811.11 LA� 04 � ► I I -- I -��vF*�pti II ►111 fi l .- I x•11 I_.�1 � � ✓�� LO + J ~� NO SCALE C POURED-IN-PLACE CURB NO SCALE ' D INTEGRAL CONCRETE CURB NO SCALE A CONCRETE SIDEWALK NO SCALE B EXTRUDED CURB _ � • rn NK- W^c,m F I- t In L CSS _ G -'�� T;r' (,PC � ti AT GG N4S�uT 69Ap r-;. k�C`40 ?HD�I�.1 ►�J�/'Sf�T LAWN d� L�cuU►�It�J�/�l2 / J - --- s ^� 'fb +moi M A N it PPK Tl 1U w W �R�AK U N V5 0111r� �-_�'�-�_ W 11�' '-40iI N G ANP L066 s � a ----- 5Go R I N Cs P�4tf�Rt�l Q `----- C, ssV-G u� O0A-'T � �• 1,A�I �1"PIT�i O!- OFz orf �` '� fl FO K 0 IGYG t<I% t.6c r, 60 . �. �• G'G, �` `�I-tf'�li� r3r✓ At,U�111`I!�N _ _, 6 4Ir- 3 � 4. —�.` F- �- r, C.(�I-IG f'A�'I r�1G ' z I .�`�° t� �N; c?o► a r, i +. \ I v ,P Cc NG. <.-U`ZU t `� HiC,H LC)60 f co j-II�F,H 571A w r+6d- -71 SOUO�Rr- «I-V Z PAV INCo TAI- R 'role CF: UKgI rx, � �°11'�IISH GRAi-'E3 + 4� r4 '►� ' Q -- L I ul �� O ------- - GD�IGFZ�-r G•V�$ ANP �:�4F F�l�• �•IOTG . � , ��i-.H,-?"�C-•. I UI'�E M E-Levix r I C.A4fa �I�.TE=G IN I►-I�.�� N�-I� �.�v�:. !�zJ�"r rel F Jr�. _ I LANDSCAPE ARCNI'MCTIIIRW i`Il URrAM' DEIi1GIN PLANNING PERMIT P.O.. oulpt AArDA�t>ry Da volt TL AND . OREGON -7 nr LA6 fr .w�wwcs... .��, � RADIUS HANDICAPPED RAMP NO SCALE F HANDICAPPED RAMP NO SCALE C� BICYCLE STAND NO ;SCALE H HANDICAPPED ACCESS SIGN NO SCALE E - _.. .,. u ,... ... r ..... -. �C••T...M:fi . � 4' .... .. . ...: .. J1. .. - .. ... .. ,.... . ..-.... ... _-.,+r.._..w.Pit Mwl� nY .s, �. ... ..... ... ..x .-" lemon� ��.�r�.. -�- Y .�Illlllillllllr II1�11r 1111111 1111111 1111111 1111111 Illll)1 II111�1 1111111 1111111 111111' IIII 'Illlllll 11!1111 1111111 Illlilrlllllljl (IIIiIIIIlrllll IIIIIIIIrII!Ilrl IIIIIf111111111 '� -~. - `_ - •_f' , I II NOTE IF THIS MICROFILMED �' (. 2 3��►4�- 5 7 --._.. _.__ .g - ---Y — ____ _—_ — DRAWING IS LESS CLEAR THAN g THIS NOTICE, IT IS Cl1E TO THF QUALITY OF THE ORIGINAL DRAW ING. 0E 62 Be LZ Be 52 b•L E?, ?z Iz 02 61 BI LI 91 91 bl EI ZI 11 of -6 9 l 9 S 1> E z I "• nIIUIIIIIIIIUIIIIUIIIUIIunInn11u111111111111111Ilnlllusllllhhlrllunllllll11111111'�IIIIIIIIII�IIIIIIi111111rIIIIIIIIiI�IIIIIItiIIIIIIIINiIIII1�N111►11111: ,4UIIIiIlIi111�111111iIIIII1111111;11111�II111lIlIlIUII111111111111111111111111�11Alltil�llli�llll�llllIIJUIIIil�llll�llll I APRIL 11 0' 991 ! =1N1�r1 GK�t�r � U J-4 e" LIF7---2, / %oM '+LT 86-- : v/C' El -----a-- N F W 115171 . GONG. f AY IN b ' - �--- ��•� -J �><,ra �J c �/ /� f �I MIN► r, 1�4�N�D � �,: � � � >�t,�>`i 1=t� co�� W�WNIII COOSA � IC,T GJMf��;T I J, n �...\��`�\`�y� : • . • ��° � � ,, I�_ tom. Jo\�•. , • fid,/ � � / (�. 1. N6W �� CC 7.gq Tom. I�t�.4o loll G o Lu , 0� r'WTE►zi�a�. /E17 � -1 'r -- 1 r�Rlv�wAY�,p oF� 3" LANDS�'APE AREAS ! PAVING AREAS {� �: 1 TC, i4�,.3� 11+7.31 - _ ` �-• I`tf�,�IG - --" 13G �`1' .(<o ,,,, � j � � �� In A BITUMINOUS CONCRETE PAVING NO SCALE B TRENCH . - 1 w NO SCALE TG, 4=- I . ! i I CV I �I �• Imo,IG ,, �j •� Lo J U __ -d 2-D f'11H, r _ 0 (J Ir! •��I --YP �• Q� 1 II f Q �- I - _ -1+41-:31u► _ - Irl i �7 - - -- - --�- -t` 4 - -- --- - \ { f I I't6. I f- � � LLJ O 1: 19`x,72 ' ill D 1 cc: N I I FIN1. f,H &kIAI-,G Ll 111 1�,OVA _ NOTES: op10 1 (',/(:'F7Ir.� -1 T��. G�" I. �I ME.h �✓�N� � �� '�T'i"c�N. ;I 11.1 Koury �.i L.Af A� 5GAPF, AKE1�'T C:� TGI �I�►� r.�' ai;�N -_. Ar�C�Nl1 I'r.T PiE U�" _ ►O !L' F Kt !�1��1 T'1oN�, AGTUAL C�IN1�i�5IGr\!S I � LLJ MAY VAKY, Ve-e!Il' "Ay-Ute, 69k.-S-t, i I - ti - _ -- 5w -c-- .Jol N7 L1 N6 rrgoir�'I �+T - t II� -T' Gv�-4hTj2T I v i I +� ?AK.�,.N OAF VvLx p!� i t — vff F!V1toIW, Fr 1Iw'). C9 io r- 0) T/�S V/ ItANONCAK ARCMi7MC''ME UF40AN OlrmlaW -- PLANNING 8 car :, 17r1'�lIJ(, OL ►4)MTt AMtl , tltlt« •■ C OUTFALL STRUCTURE NO SCALE D' MAID ENTRY GRADING AND DIMENSION scala: In - .o. ..+.mow -,q,_. .. ✓ - rmw .._.... .. ....,.. ...... ... .. .. ... ar.we»wn•r..,,m.nN, .n.,,,.M-i-n.ro,..,... . r,r•�9'+...we.«A+,...Ww.....,. .......,.rr.Mwawe..».,........oeM.*..nrR...•»,.n . .. .» , .u...Tr«,.+.•M-.,.. � �...•... 1 111111 11111111111111 111111 1111111 1111111 1111111 11111!1111111 1111111 1111111 11 II;I 1111111 1!11111 1111111 1111111 1111111 1111111 1111111 11111111 1111111 111111 111 t1t 1�1 : � ^�� I I I I I NOTE: P7 THIS M ICROF I LMEU - --�---- ^�--�- --------------_._ ___._.____ ---- — DRAWING IS LESS CLEAR THAN THIS NOTICE, I1 IS DUE TO F;. THF QUALITY OF THE ORIGINAI. DRAwINI,. OE 6<' 8Z LZ 9? SZ R►'. 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INE MC�E�'TIrJr, ONE)C> MONUMENTS , a' rI� E r+WEST aN � ' rIE FOR THE CITY OF TIGARD BY j IN THE W GRAHAM D L C NO 39 A K 19C�.99 NrRTHWEST CORNERS . IN THE N E 1/4 d THE S.E 1 /4 SECTION 2 , T2S , IZIW , W M ANGLE AT ! HE NORTH'JdEiT PROPERTM CORNER ' �. . 4. 15 2, ESTABLISHED 1"hE NORTH PROPERTY L. iNE BY HOLDING THE DEED CITY OF tIGAkD �� = I ` ' '� `'� 3. ESTABLISHED THE CENTERLINE OF 5 Y,. HALL BLVD. FROM SIDELINE MONUMENTATION , CENTERC_INE MONUMEN ATION , WASHINGTON COUNTY , OREGON H k 1(,c; '49 . 0. D O.TDRAWING ��: 8b - 8 - ? AN:; PR T. EVIOUS SURVEYS L = 3 3 i' SCALE I 5 " = 0' MAY 161 1984 o 4 E5O rABL19HED THI- SUTHEAST CORNEk AT DEED DISTANCE FROM THE NORTHEAST CORNEk • k = 19�i .y � R = I`.i0 y<� 5. ESTABLISHED THE WESTERLY PORTION OF THE SOUTHERLY LINE 8Y HOLDING THE DEED ANGLES- AND DISTANCES f C IT = 72 41 T = 75.O6 AT THE SOUTHWEST PROPERTY CORNER AND FOR THE SQUARE CUT - OUT IN THE SOUTHERLY LINE . F. • LEGE �iC I = 139 43 E '" �+H1. 1`,HE(� ' ilti EnSTE'� 1 f �'i,'h ! It1ry G'F T'I! ;iiUTHEkI. i LINE HY HOLDING TriE SOUTHEAST PROPERTY CORN1 42°�4'A4' L1 - 4I"ir 'r � " AS PREVIOUSLY ESTABLISHED AND HOLDING THE NORTHEAST CORNER OF HE SQUARE CUT - OUT AS W I,$,. V4 R = 190 fy Er ''ABLISHED IN N0, 5 ABOVE . • N ' y Iki �'. �' D T 74 1r T 71 41 AS Ni ' EC :•L. = 141 3R 7 M�:: '1iJMEr•JTE �• 1~'FtC,�'n^Ey, G�aPTITI (- rJ LI ^! l S� a5 r PARTITION (..,,FF ', gC` . ''RES NE1 ' r� � ri �+tVGLE POINT ,9FTER C �.' r • r_;r.1T I COMBINED WITH rFlA� t TO SOUTH , IN THE SC►1,1T1' � $ "� E .1S E. ;C'nIHEC R MON'-IMENTE � PFiI..NO.�E� PROPERTY LINE UNAHLE T�� ;EI N.0Ni ME% I ; f 1 H; 5 ! N HEi"..% E I ' F.+ li IN rREEK \ rJUfH1NG F k '� E , co Sri SE 5if1 x 3n' IR!` rJ k( i W 11 rI 9 T �1L �UR�'n E (' F h ;�!k JEY 1 ^11(;^;�; ,",E �J ` .. � � C C , y'L =+':I K �'' ' +��4 �;' Q 1 "J l' ff? SE. rk F- ': ,► 1 � T r r. ` S ' AMF'Ei J ETEh' � 'N CFF 3 80 ACRE 'S % E - PL A S . 1 P L_ 3 18 F,6' �W�,� I AL1. R(", I E ErF � E - REFERENCES ('i` i ; ti "i S':kVFir, 2, 418 ?,77 7 ?21 7,643 9,917 9,9F,9 / 10,2'c 13,665 20,065 20,139 },1 , 1 ;� �J �•:� F:�'f ti I y; 0DOT vi AWING NO 8B - 8 - 22 � r' E NI '1 ; i ,RLGk IN S01041'56"W - _�- -- (h��;t ) E�, •,�t 4•� `,•� 75 UO ( DEED B, MEA ' ,, 1252.00 lam- 3/ f j A 4 12 24 40, 1-9063 — A d F, ; 9 ?,' ' t 2 1 � 0 m c\j S JV H L I- h L V _— c I 1 rrl N c 27 i 11 4 ly . /.. B 77 35 X566 cfn 14 s FD 5 / R R IN WEL1_ r, M PE ?O , S3'3 IA l p Wj C O 3 Q S .i4° 'O7"E 0 42 r 0 'a 8 9 A C R E NET ', n N M W HO � l= ll / 2 • C c 3 K C � sameow r '1 i N 02°I�TTE _ 16 2 00 � 1 ` . LJ MATCH LINE _ J, I 3� ti TriE AN61 E 0OIN ' 1 IrJ THE CREEK `o r^`� No ' HIN(, 'WAS `;ET ,. • �' � Ae 4 Q 5/R Sr �� • a;. ;,E �— FC, `; Ti,NE ) 4 x U 5 I I \ STICKI 'VG I;UT OF GROUND USED HIGH PT I •� F ` 9 S I AT THE INTE. RE(' rf MC !�DK IN A - >�0 M4RA FL) WASH CT BRASS DSK 48315 MON . WELL . S. E . CORNER OF THE GEO yO�6, RICH A R D S 0 N D L C NO 38, SEE U .3 e r, L�7 BK. 3 PG" 3 76 0 / r— NJ U l SITE SURVEY PERMYT•T r.ILj„ 5452 S S i 29 iji r .'.�G.'3. ., .....•�'��'�t"�l �+`M�Mfs..FM.'a. �r�t2•I�p�f,'�Ati+S'f��`�AiA'�i'.. . 11111►lfI11111111Ill 11111111Jill 11111111111111{1111111111►lllll11111 1111�111�111�111{111111 111111Jill 111111111!111111111111J111111111111Ill Jill 111'11111111r111111I111111111{11��11�11111�t1 *, • NOTE: IF THIS M ICROF I LMFD �'" I 2 3 Q ---- 5 6 7 ------_—8----- 9 10 DRAWING IS LESS CLEAR THAN MIS NOTICE, 11 IS DUF To THF QUALITY OF THE ORIGINAL _ DRAWING. OE 6Z 8Z 1Z 9Z SZ bZ c'! ZZ IZ OZ 61 81 LI SI 51 bl EI z 11 01 6 Y 1 9 S b E Z 11"• t!IIIIIIIIII1111111111111n111111i11111111I1111111111{IIIIIIIIIli11�11111�ulllullilllllllllllil11111{111111I1111111111�1i111111111111111111IIInIln11{IIIlllill{1111111111111111111{11,111nlllnlinu1111I�11I1�Iw1u11111111111illlnhlulfiullwlllll1n1111Iu!1�1I�1�IlUuhlll{IuIl,�18 APRIL 1111 19911- GENERAL NOTES '��Ilc l�N�NOZ P �••T� DESIGN LOADS: IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED ( 1�1) ,-O ,q O. LmN LFEd�.SFOR r . 2 �c 4 �-ociK I IJ61 _ 2 x�- R LOG K 11•,11 �AASH�t?�., '� Nd*TP,t7 O'TH Eg w i cvE orJ _2 x� `� f�N�� (L-06AT15 NO M©RE. = \ ROOF LIVE LOADS: LIBRARY 25 psi + SNOW DRIFTING 1�N irL F120M END OF 2 X (o�5�.\ ;%�/ , ,i � TOWN HALL AND LOBBY 25 psf + SNOW DRIFTING -D 'fJn12 ?.J I - 012 '1-J I JD1 POLICE AND CITY HALL 2.5 psf' + SNOW DRIFTING* W �` -- - ��O 'fJ �5D 5T SNOWDRIFTING IS BASED ON A SECOND FLOOR AT POLICE AND CITY HALL, POLICE AND CITY HALL ROOF ALSO DESIGNED AS A SECOND FL_jR WITH 2" Ad LIGHTWEIGHT CONCRETE TOPPING, 50 psf LIVE LOAD AND 20 psf PARTITION LOAD FOR FUTURE EXPANSIOPJ. WIND: ItJ ACCQRDAIJCE WITH THE 1982 UNIFORM BUILDING CODE, EXPOSURE B, BASIC CAI:T DEt-�C> �\ WIND .-'PEED = 30 MPH# AND ASSUMING A SECOND FLOOR OVER POLICE AND CITY HALL. .... � . � Q - -- - --- N- N OF *LA,a _(�) 4 DONT. • SEISMIC: IN ACCORDANCE WI�H THE 1982 UNIFORM BUILDING CODE, = p� __ __._.___ �, V = ZI1'CSW = 45.5 @ POLICE (BASED ON 2 STORIES) \ 2 X(O f A<i l N(� ,�/ _ 40.3K @ CITY HALL (BASED ON 2 STORIES) C _ 16.0 C LIBRARY gel 2 _o �� __ CMN - -- hHOWW ON PLA ) 06 IN ALDITION TO THE BELOW, ALL CONSTRUCTION SHALL CONFORM TO THE REQUIRF.t�NTS OF THE 1982 UNIFORM BUILD1NG CODE.AS AMENDED BY THE STATE OF OREGON, -,� "ONCRETE: THE SELECTION OF MATERIALS FOR, AIJD THE MIXING AND PLACING OF ALL W i2 , a KUG�VIRP.I, I pL-�wOOD I/ II Ole &`�POIUM (46� r'LAN� o " OF' THE 1982 UNIFORM BUILDING 2 � AIJ GHOR P�o�? G 4-0 4.G• �N�F� SHALL CONFORM TO THE REQUIREMENTS CLI.N.O. O►,J PL.P�.N / CODE, MAiz:RIALS SMALL BE PROPORTIONED TO PRODUCE A DENSE, WLR;ABLE. MIX �O� LOGArI NJ WHICH CAN BE PLACED WITHOUT SECRECATION OR EXCaiS FREE SURFACE ,CATER. 0 - CONCRETE STRENGTH, (f'c) , SHALL BE 3000 psi. CONCRETE STRENGTHS SHALL BE VERIi'IED BY STANDARD 28-DAY CYLINDER TESTS, TYR PERIMETER TYR INTERIOR CMU ' TYP• JOIST BEARING � A WATER REDUCI^1G ADM_IXTURZ, POZZOLITH, WHERE USED, SHALL BE IN STRICT TYR INTE,RIOR WALI_ FOOTING FOOTING � DOOR WALL � ROOF � INTERIOR WALLS At) i-,IRIV ENTRAI JINGLAGENT, CONORMING�TO�AISTM SPECII'JICATIONTC260, SHA L BE' USED IN ALL CONCRE='E MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO HIM, G GMU WAt..I.� WEAT-IER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% + 1% BY VOLUME, W — --------- THE CONTRACTOR SHALL SUSt�iIT CONCRETE MIX DESIGNS FOR APPROVAL TWO WEEKS MARK AI X A �eo.I�,S P PRIOR TO PLACING ANY CONCRETE. THE CONCRETE DESI3N MIX SHALL INCLUDE THE uj AMOUNTS OF CEMENT FINE AND COARSE AGGREGATE WATER AND ADMIXTURES AS WELL (G>•) S �' V�/A� AS THE WATER-CEMENT RATIO, SLUMP AND CONCRETBvYIELD. T i n , 11 _ REINFORCING STEEL: UNLESS OTHERWISE NOTED, AI.L REINFORCING STEEL SHALL BE YL '2. O X 2-O — (3,) 3� EA W& / -- -�- 3fg ,o'(."I'WG�OD W� 8d NAIL* 7-7 ACCORDANCE WIi'H ASTM SPECIFICATION i-615, GRADE 40, OF THE \Q O.G. SIZES SHOWN ON THE DRAWINGS. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON ANH©F. �ts'rs .-a 3 -O"p.O, d ---t----- 1 Qd�'�" k WELD CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS. REINFORCING STEEL � �(,U�,A-(-E �1-��- y d '`'! �r jj.•� d �� SHA-L BE DETAILED IN ACCORDANCE WITH THE "A.C.:I. MANUAL OF STANDARD PRACTICE X CD �/ i(O O.G. FOR DETAILING REINFORCED CONCRETE STRUCTURES " LATEST EDITION. DETAIL o 9 ►.. NO MOP4 11' AN 12 FROM 5 .. �... - o DRAWINGS SMALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR �.NI? OF 2 X (O�S r--- �' _ - - - � — - - - � T FABRICATION. A REINFORCING BARS AT SPLICES 4 AR I TERS \� _-- 2 x 6P �� - 4 7`L U M N O LAP ALL G 2 B D ANL , _ - (2� I� d Np.IL�i C�i 1J�5O oR �J I �{CEPT AS NOTED. A MINIMUM LAP FOR ALL BARS SHALL BE 11-611. �� o REINFOrcCitlG STEEL PROTECTION (2) _ cp AN 012 L LTS _ .._ i USE PROTECTION �) _ _ SLAB BARS 1" __A n��1Y - INTERIOR FACES 3/4" r WALL BASS: 1 y EXPOSED TO WEATHER 1-1/2" (115 OR SMALLER) i. m c I O.�/. Q 1 '�----,i•- ` I p' . 2" (,16 OR LARGER) W CAL"r�'.RNA'rE:� D _y , EXF7SE'D TO EARTH 2" AIZS FOOTING BARS 3" (�) #A- GOUT. - °L f -- Lo ' • NLASONRY: ALL MASONRY UNITS SHALL BE F'm = 1500 psi WITH A NOMINAL THICKNESS �� , _ ", MASONRY WALLS .SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS " 1 �LD�k i r�� AND IF NOT S:iOWN SHALL BE #4 @ 15" O.C. VERTICAL BARS AND 115 @ 48" 0.C. O � � . A 8 it I HORIZONTAL BARS. __-_-. _ GJ � ALL CELLS SPALL BE FILLED WITH GROUT WITH AN F'c = 2000 psi. BOND BEAMS WITH TWO #5 HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES. PROVIDE A BOND BEAD' WITH TWO 115 HORIZONTALLY OVER ALL OPENINGS, AND EXTEND TYR PTHESE BARS 2'-0" PAST THE OPENING AT EACH SIDE. PROVIDE ONE #5 VERTICALLY J FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF THE OPENINGS, DOWELS TO -r--- /�► MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1 '-6" OR HOOKED INTO THEO TYP PERIMETER WALL FOOTIN " TYP. INTERIOR COL . FOOTING w/o 1 /2" PLYWOOD ON EXTERIOR r n SJPPORTIN,, STnJCTURE 4PJD SHALL BE OF THE SAME SIZE AND SPACING AS THE 71JIM. G �O� GMu WA�.L IiVERTICAL WALL REINFORCING. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL � 51 M. PER!M�TE.R `NAI.... W /Z IPLYwOOD REINFORCING AT ALL WALL INTERSECTIONS. REINFORCING STEEL SHALL BE AS SPECIFIED UNDER "REINFORCING STEEL" ABOVE. MORTAR SHALL BE TYPE M WITH A J MINIMUM COM1PR .SSIVE STRENGTH AT 28 DAYS OF 2500 psi. I STRUCTURAL S'EEL: STRUCTURAL STEEL SHALL BE A.S.T.M. A-36. TUBE SECTIONS Fx �� ►,.a�� J� _101 u r ►.-.J/ C'.�Iz EA �O N D L.j/ I L •- .1 .M. A500 GRADE B, Fy = 46 ksi. DESIGN, FABRICATION Ah'D c� aL F,/�•K�E V JUI•�i, i._ U IZ I �! GO M p0 U (•I V ` ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "A.I.S,C. /�. � x I -!a �I cr . -\ ; I SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL 4- x 12 i FOR BUILIDINGS," ALL BOLTS c:iALL CONFORIM TO THE LATEST A.S.T.M. �-7r SPECIFICATION FOR A325 HIGH S1 ENGTH BOLTS. ALL G SHAT,L COIN Oa 0 THri 6.W;S,,___ DirS FOR ARC Ati _ GA� w�L.OING -11-L BUILDING _O0 T RU!MaL ALL x I2 PI.oGKI N61 - I ,WELDS SHALL BE 3/16" MINL`IUM_UNLESS QTHERWISE fJOTLP_. SHOP DRAWINGS SHALL BE _( '1 ' SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. ALL WELDING - �W✓ o ° _ SHALL BE BY CERTIFIED WiLDERS. 'MILL T&STS SHALL BE SUBMITTED TO THE �i _a � , O ° o o . 0 O ,G', ABCHITECT PRIOR TO FABI;ICATION, —�— cr P�,�100� - - - - o� v o o 1 O �o G G• `� `� - PLYWOOD: PLYWOOD PANELS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION. OF U.S. PRODUCT STANDARD PS-1 FOR SOFTWOOD PLYWOOD. PLYWOOD AND NNAI''-ING X SHALL BE AS NOTED ON DRAtidINGS. L-- SA*,•7IV LUMBER: SAWN L[.BER SHALL CONFORM TO WEST COAST LUMBER INSPECTION FUREAU GRADING RULES, LATEST EDTTI-)N. BEAN'S AND COLUP•INS 4" WIDE OR LESS r EXPANSION JOINT SHALL BE DOUGLAS FIR-LARCt, NO. I GRADE, Fb = .1500 psi. JOISTS SHS'.;!, BE J I �_� C2! I(DCI NAIL� G (� O.G• �D��' x 21 c71Ir DOUGLAS FIR-LARCH NO 1 GRADE Fb : 1500 psi (SINGLE USE) Fb = 1750 psi 2 X 4 gLOG�IN61 -�I r ' L _ (irEFE'TITIVE USE) . BEPJ,'- 6" AND WIDER SHALL BE DOUGLAS FIR-LARGE BEAMS AND STRINGERS NO. 1 GRADE, Fb = 1300 psi, POSTS 6" x 6" (NOMINAL) AND LARGER Fll-L ,.i/ .JOI1.1r SFALEI2 \ SHALL BE DOUGLAS FIR-LARCH POSTS AND TIMBERS NO. 1 GR^DE, Fb = 1200 psi. WALL STUDS, PLATES, AIJD BLOCKING SHALL BE DOUGLAS FIR-LARCH NO. 1 GRADE, Fb W = 1500 psi. D 2 X I GLUED LAMINATED !FIBERS: BEAMS SHALL BE COMBINATION 24F-V4, Fb = 2400 psi. JL_ '� �S SEA O^ T NATION A-2 Fc = 1900 psi. ALL MEMBERS SHA',L BE I�iL" ANGHav ,' �jO1,,T ~�-_TJ 1� OC TJ 1 - FABRICATRD OF DOUGLAS FIR-LARCH IN ACCORDANCE WITH RITC SPECIFICATIONS USING _ 0 -21-0110,6" L I . N • O. / w ,p o 01, 0`00 ° o o,C�. .'a�° 00,x, WATER RE;;TSTENT (idATERPROOF GLUE W:iERc M'"tBFRS ARE EXPOSED TO WEATHER) GI ''E -- Q O� PLANS • • \ b ° ° O ° THROUGHOUT. ONE COAT OF END SEfiLER SHALL BE APPLIED TO ALL M�ERS AFTER �lI M�JON .•Alp -�.�p� / ♦ \' {p3�� X �L ��- o. o.. 'p. ° v o o .o - I'i�1t`ih]ItIG. SHOP DRAWINGS AND FA�'.Tt-)r,Y CERTIFICATES Or COMPLIANCE SE�t1Li. BET17 GG7lo 012 F�uAI. _ _ SUBMITTED F''R APPROVAL TO THE ARCHITECT PRIOR TO FABRICATION. — GMU � LC) FORMED_JOINT' TYP. REAM — COLUMN G - TYR PARAPET CMU WALLS CONNECTION � LIBRARY' �A� G�AE�. JILL w' JO11.,1'r �+ _ AEA L-.•S P4 Ln r cy) N v O O <T p O •�o • O � 9 0C?' o SAW-- CUT JOINT S— I F-EF-MIT 1\10. 5452 -- TYP, SLAB DN GRADE CONTROL JOINTS kpff CONSULTING [N<i11011 X21 S.W. 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OE 62 9a, 12 92 5z Oz Ez zz Iz oz 61 81 LI 91 91 rl EI zl 11 GI 6 9 L 9 S b E z i- I �!1 Illll�llllul�lFln�nulunh�FFIIn1�111111111�11NI11�i�iml��th�ulu�f�uIIIIIIII�H�{IIII�IItI��iIIIINIlII�►IU11111�1�11111111J�Illlllulllul�Nr��nelllul�nulnu�Inl�I411�Inlllnl�ulllltll�Illl�uulu��llu�I�nlluu�IlelltlitlllWillllutllilttllll��1111�11IIlnrgl - _ w APRIL �, 1991 r r _ °IFA'"s,lrYw,�- r+o;t• P"S;h.R-.5-P• .y , „ 1 1 Z JL M N 0 p 1 28 _0 28 -0 2 -o" �.� 7--; d __.----- ---- -.-- _._ _ - _ -_ _ - - - •Y�II - -- � - -4 5 - N 13I• a I�- I-- -5-ii -- 1 ? - -13-I - - ---7-I G 1, „ /4 - - II - � s f I �C�" I ,•O,, Grp',_ 1,•�, 1 ,I - -1 U. 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F.O.F. INDICATES FACE OF FRAMING `. . REF ARCHIT-ECTURAL DWG"-.') FCR FLOOR A14D ROOF ELEVATIONS. 2. F.O.M. INDICATES FACE OF MASONRY LIBRARY / FPLAN. 3. SEE S-1 FOR n FICAL DETAILS 1/8 = 1 011 _ _ _ Sa*4 .1 PERMIT I�10. 54524. OX INUICAI'ES COLUMN FOOTING. SEF. 5--1 FOR SIZE AND REINFORCEMENT REUUIRE,I). k p f f CONSULTIIG ENGINEERS 3.Y 0F= ► i 713►rQ„ YD E j a. U. 0 0 uj JL CL �. ANG►-I. U1 r:2 'A1JG►�1 �i01. C ti r� v -4111111111111 7--=Z- lie. 14 J — >< V If a c �Y/►-TS (S) ` �- -\NVN to DIP m o IL Lo !o 10 x v %L H N 61 Nam ti, t7 �+ AN ( 9 O ui 'fJ t,k 14 'fJ L x I+ 1'J e_ K 14 TJ L 1.4" ';-J L x 14'' 7/71 0 :g 2�•8 / wt W az -- LL1 h'IA.TGN L I ►J E t - -. JC KEY PLAN 0 I 90' 125'- ION OA � F 0 - O NUTE:;: 1. SEE S..1 FOR TYPICAL DETAILS 2. REF ARCHITECTURAL DWG`: FOR FLOOR AND ROt,r' ELEVATIONS. POLICE ROOF PLAN . 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REF ARCHITECTURAL DWGS FOR FLOOR -- AND ROOF ELEVATIONS. k P'fcONfi�J1.TIPlo sNA!1'1'i[Rs 421 S.W. 0fM, GUIT[!11 ; NURTH PORTLAND.ORIOON 97104 A I .I ,'. ... .,___....,,�,_._ _.., - –•- - -' -_._,_; _ � « 1 � �� I I ( I ill 1 1 III 1 1 1 1 1 1 111 11:1111 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 ! 1 1 1 1 1 1 t Ii'I 1 1 1 1 1 1 III I l l l i l i l l l l hill t11 1 1 111 _ 1 1 1 1 1 1 1 1 � III '� •'•" , ' ~ NOTE: IF THIS MICROFILMED i 2 `� 4 ,._-- 5 6 7 s __— 8 10 1 r THIS NOTICE,ESS IT ISEAR DUETTON THF QUALITY OF THE ORIGINAL v DRAWING, of 62 Bz Lz 92 Sz bz cz zz Iz oz 61 81 Li 91 SI t i El 21 11 01 -6 o L 9 S b E Z Isle it • I!IIIIIIII111 IIIIIIIII ullull Inllllltlllllltlll t11t11111 lu1{ilii nllnu 1u1111111111111II11111(IIINIII11111!I Iii1111111Ullllll�II111111111111111l11 h1111llthlllhllllllllllllllllllllllllllll�lllllll�ull IIIIIIUI 11111111! 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